Summary for Test 2024-04-23-2-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 994538 DEA: 010L1704 EFIS: 0121000078 |
---|---|
DIST-CO-RTE-PM | 01-MEN-20,101-VAR |
Award Date | 05/05/2023 |
Closeout Date | Not set |
Work Description | POLYESTER CONCRETE OVERLAY, HMA, STRUCTURAL CONCRETE, BRIDGE (RSC). |
Location Description | MENDOCINO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
Sample Taken Date | 04/23/2024 | Sample Unique Key | 2 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/23/2024 |
Sample type | Department Acceptance | A brief description of the sample | PCC |
The quantity of what the sample constitutes | BRIDGE DECK PCC | From where was the sample collected | Job Site |
First name of sampler or witnessed by | HARISH | Last name of sampler or witnessed by | THAKUR |
Title of sampler | Telephone number of sampler | 9152961873 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | JOB SITE | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
---|---|---|---|
Type of Traffic Control Provided | N/A | DIST-CO-RTE | |
Direction of Travel | Post Mile | ||
Lanes to be Tested | Station |
Test Details
DIME Sample ID: 2024-04-23-2
DIME Test ID: 2024-04-23-2-1
Testing Lab: CT HQ - FFS - Skid Testing
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2024-04-24
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 04/24/2024
Air Temperature: 58
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF EDGE
Reference Distance 1: 70
Reference Distance 2: 73
Reference Distance 3: 76
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Position for Stationing 1: 4
Position for Stationing 2: 4
Position for Stationing 3: 4
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.50
Corrected Coefficients of Friction for Stationing 2: 0.50
Corrected Coefficients of Friction for Stationing 3: 0.50
Average Coefficient of Friction: 0.50
General comments (publicly viewable) (Max 1000 characters): PEITA CREEK BR 10-0133
Test was verified on 4/24/2024 ✔